Modularized installation system for concrete tower drum of wind generating set

Abstract

The invention discloses a modular installation system for a concrete tower drum of a wind generating set, which comprises a hanging ring, a support disc, an adjusting assembly and a steel rope, the adjusting assembly comprises driving boxes, hydraulic cylinders and a limiting assembly, the hanging ring is arranged on the support disc, a plurality of driving boxes are arrayed around the support disc, and the hydraulic cylinders are installed in the driving boxes; a supporting rod is arranged on a telescopic rod at the output end of the hydraulic cylinder and connected with a steel rope, an opening is formed in the lower end of the driving box, the steel rope extending out of the opening is used for being connected with a module plate, and the hydraulic cylinder is used for driving the supporting rod to move close to or away from the supporting disc. The limiting assembly is arranged in the driving box and used for limiting movement of the supporting rod or canceling limitation. The supporting rod can be driven to move through the hydraulic cylinder, the pulling force of the steel rope is adjusted, so that the inclined barrel is restored to be balanced, and the limiting assembly can increase limitation on movement of the supporting rod when the supporting rod is not adjusted, so that the stability during hoisting is guaranteed.

Description

Technical Field

[0001] The present invention relates to the technical field of construction and installation of power generation equipment, and particularly to a modular installation system for a concrete tower barrel of a wind turbine generator. Background Art

[0002] At present, the construction of large wind turbine generators has become a new energy development trend. In particular, the construction of onshore large wind turbine generators is beneficial to increasing the proportion of renewable energy, optimizing the local power supply system structure, reducing the local power supply pressure, etc. In recent years, the application of steel-concrete hybrid wind turbine generator tower barrels has been relatively widespread. It has the advantages of convenient production, fast construction, stable structure, and low construction cost. Most importantly, this structure can raise the hub height of the wind turbine to 120m or more, enabling better utilization of wind resources. The precast prestressed segmented concrete tower barrel installation construction method is widely adopted, which has the advantages of short construction period, controllable quality, and low cost.

[0003] During the installation and construction of the current segmented concrete tower barrel, multiple precast concrete module plates are first spliced into a section of the barrel body, and then a lifting device is used to connect with multiple concrete module plates of this section of the barrel body for lifting and hoisting it above the constructed barrel body to achieve the function of splicing each segment one by one. Multiple concrete modules of a section of the barrel body can be pre-connected by bolts. During the lifting process, lifting rings or lifting nails and other structures are installed on the top of each concrete module, and steel cables are used to lift it. However, the force on each concrete module plate is dispersed. When this section of the barrel body tilts during the lifting process, one of the concrete module plates will bear a large tensile force, which may cause the connection bolts and other structures to be distorted and deformed, affecting the safety of the barrel body hoisting.

[0004] Therefore, there is an urgent need for a modular installation system for a concrete tower barrel of a wind turbine generator to solve the problem that when this section of the barrel body tilts during the lifting process, one of the concrete module plates will bear a large tensile force, thus affecting the hoisting safety. Summary of the Invention

[0005] Aiming at the deficiencies in the prior art, the present invention provides a modular installation system for a concrete tower barrel of a wind turbine generator to solve the problem that when this section of the barrel body tilts during the lifting process, one of the concrete module plates will bear a large tensile force, thus affecting the hoisting safety.

[0006] To achieve the above object, the present invention adopts the following technical solutions:

[0007] A modular installation system for a concrete tower barrel of a wind turbine generator, comprising a lifting ring, a support disc, several adjusting components and steel cable ropes. The adjusting components include a driving box, a hydraulic cylinder and a limiting component. A lifting ring is provided at the center of the upper end of the support disc, and several driving boxes are arrayed at equal intervals around the support disc. A hydraulic cylinder is installed inside the driving box. A support rod is provided at one end of the telescopic rod, which is the output end of the hydraulic cylinder, and away from the hydraulic cylinder. A steel cable rope is connected to the support rod. An opening for the steel cable rope to extend out is provided at the lower end of the driving box. The steel cable rope extending out from the opening is used to connect the module plate. The hydraulic cylinder is used to drive the telescopic rod to carry one end of the support rod and the steel cable rope to move closer to or away from the support disc. The limiting component is arranged inside the driving box and is used to limit or cancel the movement of the support rod.

[0008] To optimize the above technical solution, the specific measures taken also include:

[0009] Further, the limiting component includes a stabilizing rod, a movable sleeve, a limiting shaft and a limiting adjustment component. The limiting adjustment component includes a movable shell, a limiting block and an adjustment driving component. A stabilizing rod consistent with the moving direction of the telescopic rod is provided inside the driving box. A movable sleeve is slidably arranged on the stabilizing rod. A limiting shaft is provided on the movable sleeve. The support rod is connected to the movable sleeve. A movable shell is provided on one side of the limiting shaft. Several limiting blocks are provided at intervals on the side of the movable shell close to the limiting shaft. The adjustment driving component is arranged inside the movable shell and is used to connect and drive the movable shell to move closer to the limiting shaft and limit the limiting shaft between two limiting blocks, or move away from the limiting shaft and release the limiting of the limiting shaft by the limiting blocks.

[0010] Further, the adjustment driving component includes a sliding rod, a sliding block, an electromagnet, a tension spring and an inclined rod. The electromagnet is installed inside the movable shell through sliding rods symmetrically arranged on both sides. A sliding block is slidably arranged on each of the two sliding rods on both sides. One end of an inclined rod is hinged to one side of the sliding block. A transverse groove is formed on the side wall of the movable shell. The two inclined rods extend out from the transverse groove movably and are hinged to the inner wall of the driving box. A tension spring is connected between the side of the sliding block away from the electromagnet and the inner wall of the movable shell. The tension spring is sleeved on the sliding rod and is used to drive the sliding block to move away from the electromagnet. The electromagnet is used to be energized and adsorb the two sliding blocks to move closer to each other and drive the movable shell away from the limiting shaft.

[0011] Further, a cross bar is installed on each of the two sides of the movable shell and located at the adjustment driving component. The end of the cross bar away from the movable shell is fixedly installed on the inner wall of the driving box, and the other end is slidably inserted into the movable shell, and the sliding direction of the movable shell on the cross bar is consistent with the moving direction of the adjustment driving component driving the movable shell to move.

[0012] Further, a spring for resetting is provided between the cross bar and the inner wall of the driving box and the moving housing.

[0013] Further, a partition is provided on each side of the adjusting drive assembly inside the moving housing, the adjusting drive assembly is arranged between the two partitions, and the sides of the moving housing away from the two partitions are respectively set as sliding cavities, and the cross bar is slidably arranged in the sliding cavities.

[0014] Further, the limiting block has a right triangle structure, the limiting block is fixedly installed on the moving housing through a right-angled side, and the hypotenuse is arranged along the moving direction of the support rod towards the support disc.

[0015] Further, a pressure sensor is further included. A connecting housing is installed on the support rod, the telescopic rod slidably passes through the connecting housing, and a disc is fixedly connected to the end passing through the connecting housing. A plurality of pressure sensors are installed around the telescopic rod at the end of the disc close to the telescopic rod. The pressure sensor is used for contacting the connecting housing and is electrically connected to the hydraulic cylinder.

[0016] Further, a bearing assembly is further included. The bearing assembly includes a hanging nail and a duckbill buckle. The hanging nail is installed on the top of the module plate, one end of the duckbill buckle is connected to the steel cable, and the other end of the duckbill buckle is used for sleeving on the hanging nail.

[0017] Further, the duckbill buckle is connected to the steel cable through a bow shackle.

[0018] The beneficial effects of the present invention are:

[0019] Through the settings of the hanging ring, the support disc, the adjusting assembly, etc., in the hoisting process of a section of cylinder body spliced by a plurality of concrete precast module plates, the present invention can conduct the tension of the steel cable through the support rod. When the cylinder body is inclined, resulting in an increase or decrease in the tension received by the support rod in a certain part of the adjusting assembly, the hydraulic cylinder can be used to drive the support rod to move, so as to adjust the tightness or use angle of the steel cable, so as to adjust the tension of the steel cable, so that the inclined cylinder body is restored to balance, so as to ensure that the cylinder body always maintains a balanced state during the hoisting process, reduce the influence of extrusion on the module plate, etc., and solve the problem of hoisting safety caused by inclination. Among them, the limiting assembly can increase the limiting means for the movement of the support rod when the support rod is not adjusted, further ensuring the stability during hoisting; at the same time, the central symmetric distribution structure among the hanging ring, the support disc and several adjusting assemblies increases the stability of the structure during use, and the hanging ring can be used to connect external hoisting equipment.

[0020] Through the setting of the limit component, in the present invention, when the hydraulic cylinder pushes the support rod to move, the position of the limit shaft can be limited by the limit block. When the hydraulic cylinder pulls the steel cable rope, the stretching length of the steel cable rope can be fixed, playing a role in stable support. At the same time, the two groups of sliders can be adsorbed by the electromagnet to prevent the limit block from resetting, enabling the hydraulic cylinder to release the length of the steel rope. Moreover, the setting of the electromagnet facilitates the adjustment and control in cooperation with the hydraulic cylinder.

[0021] Through the setting of the bearing component, in the present invention, after the module plates are spliced, structures such as duckbill buckles can be used to connect the steel cable ropes with the module plates, and the spliced module plates can be lifted by external lifting equipment to achieve the effect of splicing section by section. At the same time, the top of each group of module plates is connected by two steel cable ropes, which can effectively improve the stability during lifting. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a schematic diagram of the use of a modular installation system for a concrete tower barrel of a wind turbine generator set proposed by the present invention;

[0023] Figure 2 It is a schematic diagram of the use of the drive box of a modular installation system for a concrete tower barrel of a wind turbine generator set proposed by the present invention.

[0024] Figure 3 It is an exploded view of the structure of the drive box of a modular installation system for a concrete tower barrel of a wind turbine generator set proposed by the present invention;

[0025] Figure 4 It is a schematic diagram of the internal structure of the drive box of a modular installation system for a concrete tower barrel of a wind turbine generator set proposed by the present invention;

[0026] Figure 5 It is a schematic diagram of the structure of the moving shell of a modular installation system for a concrete tower barrel of a wind turbine generator set proposed by the present invention;

[0027] Figure 6 It is a schematic diagram of the installation of the pressure sensor of a modular installation system for a concrete tower barrel of a wind turbine generator set proposed by the present invention;

[0028] Figure 7 It is a schematic diagram of the connection between the module plate and the steel cable rope of a modular installation system for a concrete tower barrel of a wind turbine generator set proposed by the present invention.

[0029] Reference numerals: 1, lifting ring; 2, modular plate; 3, mounting seat; 4, lifting nail; 5, duckbill buckle; 6, steel cable; 7, drive box; 8, hydraulic cylinder; 9, telescopic rod; 10, support rod; 11, moving sleeve; 12, limiting shaft; 13, moving shell; 14, limiting block; 15, connecting shell; 16, pressure sensor; 17, support disk; 18, disk; 19, bow shackle; 20, electromagnet; 21, sliding rod; 22, slider; 23, inclined rod; 24, tension spring; 25, cross bar; 26, cross groove; 27, stabilizing rod; 28, spring; 29, partition board; 30, sliding groove. Detailed implementation manners

[0030] The present invention will be further described in detail below with reference to the accompanying drawings.

[0031] As shown in the Figure 1 and Figure 2 accompanying drawings, a modular installation system for a concrete tower barrel of a wind turbine generator set according to an embodiment of the present invention includes a lifting ring 1, a support disk 17, several adjusting components, and a steel cable 6. The adjusting components include a drive box 7, a hydraulic cylinder 8, and a limiting component. A lifting ring 1 is provided at the center of the upper end of the support disk 17, and several drive boxes 7 are arranged in an equidistant array around the support disk 17. A hydraulic cylinder 8 is installed inside the drive box 7. A support rod 10 is provided at one end of the telescopic rod 9, which is the output end of the hydraulic cylinder 8, and away from the hydraulic cylinder 8. A steel cable 6 is connected to the support rod 10. An opening for the steel cable 6 to extend out is provided at the lower end of the drive box 7. The steel cable 6 extending out from the opening is used to connect to the upper end of the modular plate 2. The hydraulic cylinder 8 is used to drive the telescopic rod 9 to carry the support rod 10 and one end of the steel cable 6 to move closer to or away from the support disk 17. The limiting component is arranged inside the drive box 7 and is used to limit or cancel the movement of the support rod 10.

[0032] Through the settings of the lifting ring 1, the support disk 17, the adjusting components, etc. of the present invention, during the lifting process of a section of the barrel spliced by a plurality of precast concrete modular plates 2, the tension of the steel cable 6 can be conducted by the support rod 10. When the barrel is tilted, resulting in an increase or decrease in the tension received by the support rod 10 in some of the adjusting components, the hydraulic cylinder 8 can be used to drive the support rod 10 to move, so as to adjust the tightness or use angle of the steel cable 6, thereby adjusting the tension of the steel cable 6, so that the tilted barrel can be restored to balance, ensuring that the barrel always maintains a balanced state during the lifting process, reducing the influence of extrusion on the modular plate 2, etc., and solving the problem of lifting safety caused by tilting. Among them, the limiting component can increase the means of restricting the movement of the support rod 10 when the support rod 10 is not adjusted, further ensuring the stability during lifting; at the same time, the central symmetric distribution structure among the lifting ring 1, the support disk 17, and several adjusting components increases the stability of the structure during use, and the external lifting equipment can be connected by using the lifting ring 1.

[0033] In this solution, a chute 30 for the sliding connection of both sides of the support rod 10 may be provided inside the above-mentioned drive box 7, so as to guide and support the movement of the support rod 10.

[0034] As shown in the attached Figure 3 figure, in another specific embodiment based on the above, the limiting component includes a stabilizing rod 27, a moving sleeve 11, a limiting shaft 12 and a limiting adjustment component. The limiting adjustment component includes a moving shell 13, a limiting block 14 and an adjustment driving component. A stabilizing rod 27 consistent with the moving direction of the telescopic rod 9 is provided inside the drive box 7. A moving sleeve 11 is slidably arranged on the stabilizing rod 27. A limiting shaft 12 is provided on the moving sleeve 11. The support rod 10 is connected to the moving sleeve 11. A moving shell 13 is provided on one side of the limiting shaft 12. Several limiting blocks 14 are spaced apart on the side of the moving shell 13 close to the limiting shaft 12. The adjustment driving component is arranged inside the moving shell 13 and is used to connect and drive the moving shell 13 to move close to the limiting shaft 12 and limit the limiting shaft 12 between two limiting blocks 14, or to move away from the limiting shaft 12 and release the limiting shaft 12 from the restriction of the limiting blocks 14.

[0035] In this way, the movement of the support rod 10 can be restricted and guided by the stabilizing rod 27 and the moving sleeve 11, and the adjustment driving component is used to connect and drive the moving shell 13 to move close to the limiting shaft 12 on the moving sleeve 11 and limit the limiting shaft 12 between two limiting blocks 14 to ensure the stability of the support rod 10 when it does not move, or the adjustment driving component drives the moving shell 13 to move away from the limiting shaft 12 and release the limiting shaft 12 from the restriction of the limiting blocks 14 to realize the movement adjustment of the support rod 10.

[0036] As shown in the attached Figure 4 and the attached Figure 5 figure, wherein, in a further embodiment based on the above, the adjustment driving component includes a sliding rod 21, a sliding block 22, an electromagnet 20, a tension spring 24 and an inclined rod 23. The electromagnet 20 is installed inside the moving shell 13 through the symmetrically arranged sliding rods 21 on both sides. A sliding block 22 is slidably arranged on each of the two sliding rods 21 on both sides. One end of an inclined rod 23 is hinged to one side of the sliding block 22. A transverse groove 26 is formed on the side wall of the moving shell 13. The two inclined rods 23 can move out from the transverse groove 26 and are hinged to the inner wall of the drive box 7. The transverse groove 26 can ensure the movement of the inclined rod 23. A tension spring 24 is connected between the side of the sliding block 22 away from the electromagnet 20 and the inner wall of the moving shell 13. The tension spring 24 is sleeved on the sliding rod 21 and is used to drive the sliding block 22 to move away from the electromagnet 20. The electromagnet 20 is used to be energized and adsorb the two sliding blocks 22 to move closer to each other and drive the moving shell 13 away from the limiting shaft 12.

[0037] In this solution, the slider 22 is made of metal. In this way, when the electromagnet 20 is energized, it can generate magnetic force to adsorb the slider 22, drive the moving shell 13 away from the limit shaft 12, and thus release the restraint on the support rod 10.

[0038] Among them, in the above further embodiment, a cross bar 25 is installed on both sides of the moving shell 13 and located on both sides of the adjustment driving component. One end of the cross bar 25 away from the moving shell 13 is fixedly installed on the inner wall of the driving box 7, and the other end is slidably inserted into the moving shell 13, and the sliding direction of the moving shell 13 on the cross bar 25 is the same as the direction in which the adjustment driving component drives the moving shell 13 to move. In this way, the movement of the moving shell 13 can be limited by the cross bar 25.

[0039] Among them, a spring 28 for resetting is provided between the moving shell 13 and the inner wall of the driving box 7 on the cross bar 25.

[0040] Among them, a partition 29 is respectively provided on both sides of the adjustment driving component inside the moving shell 13. The sliding rod 21 and other structures of the adjustment driving component are arranged between the two partitions 29. The two sides of the moving shell 13 away from each other are respectively set as sliding cavities, and the cross bar 25 is slidably arranged in the sliding cavity. In this solution, a stop block for preventing slipping can be provided at the end of the cross bar 25 located in the sliding cavity.

[0041] Among them, in the above further embodiment, the limit block 14 has a right triangle structure. The limit block 14 is fixedly installed on the moving shell 13 through a right angle side, and the hypotenuse is arranged along the moving direction of the support rod 10 towards the support disk 17. In this way, it is convenient for the hydraulic cylinder 8 to drive and tighten the steel cable 6.

[0042] As shown in the Figure 6 attachment, in another specific embodiment based on the above, a pressure sensor 16 is further included. A connecting shell 15 is installed on the support rod 10. The telescopic rod 9 slides through the connecting shell 15, and one end passing through the connecting shell 15 is fixedly connected with a disk 18. Several pressure sensors 16 are installed around the telescopic rod 9 at one end of the disk 18 close to the telescopic rod 9. The pressure sensors 16 are used to contact the connecting shell 15 and are electrically connected to the hydraulic cylinder 8. In this way, the change of pressure can be sensed by the pressure sensor 16, and the start and stop of the hydraulic cylinder 8 can be driven according to different situations. At the same time, the pressure sensor 16 is fixed between the connecting shell 15 and the disk 18, and the data of the traction tension conducted by multiple groups of support rods 10 can be detected and collected, which is convenient for balancing the tension of multiple groups of steel cables 6.

[0043] As shown in the Figure 7As shown in the figure, in another specific embodiment based on the above, it further includes a bearing assembly. The bearing assembly includes a lifting pin 4 and a duckbill buckle 5. The lifting pin 4 is installed on the top of the module plate 2. One end of the duckbill buckle 5 is connected to the steel cable 6, and the other end of the duckbill buckle 5 is used to be sleeved on the lifting pin 4. In this way, the module plate 2 is connected through the bearing assembly and the steel cable 6. In this solution, at least two lifting pins 4 are installed on the top of each module plate 2. Each lifting pin 4 is correspondingly connected to a steel cable 6. The steel cables 6 connected to each module plate 2 form a group, and each group of steel cables 6 is jointly connected by the corresponding support rod 10.

[0044] Among them, the above-mentioned duckbill buckle 5 is connected to the steel cable 6 through a bow shackle 19. Among them, the bow shackle 19 is connected between the steel cable 6 and the duckbill buckle 5, which can facilitate the removal of the steel cable 6 after the cylinder assembly is completed.

[0045] A specific implementation manner of the present invention is as follows:

[0046] A cylinder spliced by eight concrete precast module plates 2 is installed on the mounting seat 3 as a base. Adjacent two module plates 2 in each section of the cylinder can be spliced and fixed by bolt connection. In the cylinder to be hoisted, lifting pins 4 are installed on the top of the module plates 2, and there are two lifting pins 4 on the top of each module plate 2 to play the role of evenly bearing the weight. The staff connects the steel cable 6 to the lifting pin 4 through the bow shackle 19 and the duckbill buckle 5, and connects to the external lifting equipment through the lifting ring 1 to lift the spliced module plates 2 and perform piecemeal splicing one by one. At the same time, each module plate 2 is connected to two lifting pins 4 through two steel cables 6 respectively, which can effectively improve the stability during lifting.

[0047] While the steel cable 6 hoists the module plate 2, it will transmit the inclined traction force to the support rod 10. The support rod 10 cooperates with the connection shell 15 and the disc 18 to conduct the pressure sensor 16. The pressure sensor 16 detects the inclined traction force of the current steel cable 6. By analyzing the values transmitted back by multiple groups of pressure sensors 16, the hydraulic cylinder 8 at the current position can be automatically adjusted through an external controller or a set value;

[0048] When the pressure sensor 16 detects that the pulling force value of the current steel cable 6 is less than the set value, the hydraulic cylinder 8 can be started to drive the support rod 10 to move and tighten the steel cable 6. Specifically, when the support rod 10 moves, it drives the moving sleeve 11 and the limit shaft 12 to move. When the limit shaft 12 moves, it pushes the inclined surface of the limit block 14. The limit block 14 cooperates with the moving shell 13 and the inclined rod 23 to stretch the tension spring 24. When the limit shaft 12 finishes moving and the cylinder returns to the balanced state, the tension spring 24 has the function of stretching and storing energy, which can reset the slider 22, thereby resetting the moving shell 13. The limit shaft 12 is prevented from moving or resetting again through the limit block 14, realizing the function of fixing the steel cable 6.

[0049] When the pressure sensor 16 detects that the tensile force value of the current steel cable 6 is greater than the set value, the electromagnet 20 is activated to adsorb the slider 22. At this time, the slider 22 will move to contact the electromagnet 20, driving the moving shell 13 away from the limiting shaft 12 to release the limit on the support rod 10, so that the hydraulic cylinder 8 can drive the support rod 10 to move and release the steel cable 6. When the limiting shaft 12 has moved and the cylinder body returns to the balanced state, the electromagnet 20 releases the adsorption on the slider 22, and the moving shell 13 resets under the action of the tension spring 24 or the spring 28 until the limiting block 14 limits the limiting shaft 12, so that the cylinder body always maintains a balanced state during the hoisting process, reducing the extrusion effect on the module plate 2.

[0050] The standard parts used in the present invention can all be purchased from the market, and can also be customized according to the descriptions in the specification and the drawings. The specific connection methods of each part all adopt conventional means such as bolts, rivets, welding, etc. that are mature in the prior art. The machines, parts and equipment all adopt conventional models in the prior art. The control method is automatically controlled by a control unit. The control circuit of the control unit can be realized by simple programming by those skilled in the art, which belongs to the common general knowledge in this field. Therefore, the control method and the circuit connection are not explained in detail in the present invention.

[0051] It should be noted that the terms such as "upper", "lower", "left", "right", "front", "rear", etc. cited in the invention are only for the convenience of clear description, rather than used to limit the scope of implementation of the present invention. The change or adjustment of their relative relationship, without substantial change in the technical content, should also be regarded as the scope of implementation of the present invention.

[0052] The above is only the preferred implementation mode of the present invention. The protection scope of the present invention is not limited to the above embodiments. All technical solutions within the idea of the present invention belong to the protection scope of the present invention. It should be pointed out that for those of ordinary skill in the art in this technical field, it can be understood that various changes, modifications, substitutions, refinements and variations can be made to these embodiments without departing from the principle and spirit of the present invention, which should be regarded as the protection scope of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A modular installation system for a concrete tower barrel of a wind turbine generator set, characterized in that: It includes a lifting ring (1), a support plate (17), several adjusting components and a steel cable (6). The adjusting components include a driving box (7), a hydraulic cylinder (8) and a limiting component. A lifting ring (1) is provided at the center of the upper end of the support plate (17). Several driving boxes (7) are arrayed equidistantly around the support plate (17). A hydraulic cylinder (8) is installed inside the driving box (7). A support rod (10) is provided at one end of the telescopic rod (9) which is the output end of the hydraulic cylinder (8) and away from the hydraulic cylinder (8). A steel cable (6) is connected to the support rod (10). An opening for the steel cable (6) to extend out is provided at the lower end of the driving box (7). The steel cable (6) extending out from the opening is used to connect the module plate (2). The hydraulic cylinder (8) is used to drive the telescopic rod (9) to carry the support rod (10) and one end of the steel cable (6) to move closer to or away from the support plate (17). The limiting component is arranged inside the driving box (7) and is used to limit or cancel the movement of the support rod (10).

2. The modular installation system for a concrete tower of a wind turbine generator according to claim 1, characterized in that: The limiting component includes a stabilizing rod (27), a moving sleeve (11), a limiting shaft (12) and a limiting adjustment component. The limiting adjustment component includes a moving shell (13), a limiting block (14) and an adjustment driving component. A stabilizing rod (27) in the same moving direction as the telescopic rod (9) is provided inside the driving box (7). A moving sleeve (11) is slidably arranged on the stabilizing rod (27). A limiting shaft (12) is provided on the moving sleeve (11). The support rod (10) is connected to the moving sleeve (11). A moving shell (13) is provided on one side of the limiting shaft (12). Several limiting blocks (14) are provided at intervals on the side of the moving shell (13) close to the limiting shaft (12). The adjustment driving component is arranged inside the moving shell (13) and is used to connect and drive the moving shell (13) to move closer to the limiting shaft (12) to limit the limiting shaft (12) between two limiting blocks (14), or to move away from the limiting shaft (12) to release the limitation of the limiting shaft (12) by the limiting blocks (14).

3. The modular installation system for a concrete tower barrel of a wind turbine generator according to claim 2, characterized in that: The adjusting and driving assembly includes a sliding rod (21), a slider (22), an electromagnet (20), a tension spring (24) and an inclined rod (23). The electromagnet (20) is installed inside the moving shell (13) through symmetrically arranged sliding rods (21) on both sides. A slider (22) is slidably arranged on each of the two sliding rods (21). One end of an inclined rod (23) is hinged to one side of the slider (22). A transverse groove (26) is formed in the side wall of the moving shell (13). The two inclined rods (23) extend out of the transverse groove (26) movably and are hinged to the inner wall of the driving box (7). A tension spring (24) is connected between the side of the slider (22) away from the electromagnet (20) and the inner wall of the moving shell (13). The tension spring (24) is sleeved on the sliding rod (21) and is used to drive the slider (22) to move away from the electromagnet (20). The electromagnet (20) is used to be energized and adsorb the two sliders (22) to approach each other and drive the moving shell (13) away from the limiting shaft (12).

4. A modular installation system for a concrete tower barrel of a wind turbine generator set according to claim 2, characterized in that: On the moving shell (13) and on both sides of the adjusting and driving assembly, a cross bar (25) is installed respectively. One end of the cross bar (25) away from the moving shell (13) is fixedly installed on the inner wall of the driving box (7), and the other end is slidably inserted into the moving shell (13). And the sliding direction of the moving shell (13) on the cross bar (25) is the same as the moving direction of the adjusting and driving assembly driving the moving shell (13).

5. A modular installation system for a concrete tower barrel of a wind turbine generator set according to claim 4, characterized in that: A spring (28) for resetting is arranged between the cross bar (25) and between the inner wall of the moving shell (13) and the driving box (7).

6. The modular installation system for a concrete tower barrel of a wind turbine generator set according to claim 4, characterized in that: Inside the moving shell (13) and on both sides of the adjusting and driving assembly, a partition plate (29) is arranged respectively. The adjusting and driving assembly is arranged between the two partition plates (29). The inner part of the moving shell (13) and on the sides away from each other of the two partition plates (29) are respectively set as sliding cavities. The cross bar (25) is slidably arranged in the sliding cavity.

7. A modular installation system for a concrete tower of a wind turbine generator according to claim 2, characterized in that: The limiting block (14) has a right triangle structure. The limiting block (14) is fixedly installed on the moving shell (13) through a right side, and the hypotenuse is arranged along the moving direction of the support rod (10) approaching the support disc (17).

8. A modular installation system for a concrete tower barrel of a wind turbine generator set according to claim 1, characterized in that: It further includes a pressure sensor (16). A connecting shell (15) is installed on the support rod (10). The telescopic rod (9) slides through the connecting shell (15), and one end passing through the connecting shell (15) is fixedly connected with a disc (18). Several pressure sensors (16) are installed around the telescopic rod (9) at one end of the disc (18) close to the telescopic rod (9). The pressure sensor (16) is used to contact the connecting shell (15) and is electrically connected with the hydraulic cylinder (8).

9. The modular installation system for a concrete tower barrel of a wind turbine generator according to claim 1, characterized in that: It further includes a bearing assembly. The bearing assembly includes a hanging nail (4) and a duckbill buckle (5). The hanging nail (4) is installed on the top of the module board (2). One end of the duckbill buckle (5) is connected with the steel cable rope (6), and the other end of the duckbill buckle (5) is used to be sleeved on the hanging nail (4).

10. A modular installation system for a concrete tower barrel of a wind turbine generator set according to claim 1, characterized in that: The duckbill buckle (5) is connected to the wire rope (6) through a bow shackle (19).

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